Author: T. K. Lew
Publisher:
ISBN:
Category :
Languages : en
Pages : 52
Book Description
The study presents the results of preliminary tests on a three-dimensional soil stress cell. The results indicate that: (1) The hydrostatic response is linear fr stress up to 3000 psi. (2) The cell requires no calibration. (3) Its response is insensitive to variations in soil stiffness. (4) Its dynamic response closely follows the decay of the overpressure pulse. (5) With a few exceptions, the measured stresses computed from the stress cell data and corresponding stresses in the soil are within 10 percent absolute. More extensive testing and evaluation is required before the stress cell developed can be used with complete confidence. (Author).
The Development of a Three-dimensional Stress Cell for Granular Soils
Author: T. K. Lew
Publisher:
ISBN:
Category :
Languages : en
Pages : 52
Book Description
The study presents the results of preliminary tests on a three-dimensional soil stress cell. The results indicate that: (1) The hydrostatic response is linear fr stress up to 3000 psi. (2) The cell requires no calibration. (3) Its response is insensitive to variations in soil stiffness. (4) Its dynamic response closely follows the decay of the overpressure pulse. (5) With a few exceptions, the measured stresses computed from the stress cell data and corresponding stresses in the soil are within 10 percent absolute. More extensive testing and evaluation is required before the stress cell developed can be used with complete confidence. (Author).
Publisher:
ISBN:
Category :
Languages : en
Pages : 52
Book Description
The study presents the results of preliminary tests on a three-dimensional soil stress cell. The results indicate that: (1) The hydrostatic response is linear fr stress up to 3000 psi. (2) The cell requires no calibration. (3) Its response is insensitive to variations in soil stiffness. (4) Its dynamic response closely follows the decay of the overpressure pulse. (5) With a few exceptions, the measured stresses computed from the stress cell data and corresponding stresses in the soil are within 10 percent absolute. More extensive testing and evaluation is required before the stress cell developed can be used with complete confidence. (Author).
Evaluation of a Three-dimensional Stress Cell for Granular Soils
Author: T. K. Lew
Publisher:
ISBN:
Category :
Languages : en
Pages : 74
Book Description
The study presents the results of tests of rigid, solid, spherical, three-dimensional stress cells for measuring the complete state of stress at a point in a soil field under static or dynamic loading. In addition, a theory is presented for defining the behavior of a spherical stress cell embedded in nonlinear materials. The test results indicate that the stress cells are excellent for making static measurements in sand but that their adequacy for dynamic measurements requires further evaluation. (Author).
Publisher:
ISBN:
Category :
Languages : en
Pages : 74
Book Description
The study presents the results of tests of rigid, solid, spherical, three-dimensional stress cells for measuring the complete state of stress at a point in a soil field under static or dynamic loading. In addition, a theory is presented for defining the behavior of a spherical stress cell embedded in nonlinear materials. The test results indicate that the stress cells are excellent for making static measurements in sand but that their adequacy for dynamic measurements requires further evaluation. (Author).
A Three-dimensional Effective Stress Model for Cyclicly Loaded Granular Soils
Author: Robert Riggs Young
Publisher:
ISBN:
Category : Soil dynamics
Languages : en
Pages : 670
Book Description
Publisher:
ISBN:
Category : Soil dynamics
Languages : en
Pages : 670
Book Description
Constitutive Modelling of a Granular Soil Under Three-dimensional States of Stress
Author: Clyde L. Munster
Publisher:
ISBN:
Category : Compacting
Languages : en
Pages : 362
Book Description
Publisher:
ISBN:
Category : Compacting
Languages : en
Pages : 362
Book Description
Guide to Technical Documents
Author: Naval Civil Engineering Laboratory (Port Hueneme, Calif.)
Publisher:
ISBN:
Category : Bibliographical services
Languages : en
Pages : 374
Book Description
Publisher:
ISBN:
Category : Bibliographical services
Languages : en
Pages : 374
Book Description
Bibliography of Scientific and Industrial Reports
Three Dimensional Stress-strain Behavior of Soils in the Danish Rigid Boundary True Triaxial Apparatus
Highway Research Abstracts
Three Dimensional Stress-strain Behavior of Cohesionless Material Subjected to High Strain Rate
Author: Antonio E. Abrantes
Publisher:
ISBN:
Category : Granular materials
Languages : en
Pages : 146
Book Description
Publisher:
ISBN:
Category : Granular materials
Languages : en
Pages : 146
Book Description